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Authors
Affiliations
1 Department of Civil Engg., Jawaharlal Nehru College of Engineering, BAMU University, Aurangabad (M.S), IN
Source
International Journal of Engineering Research, Vol 5, No SP 3 (2016), Pagination: 612-616
Abstract
Tall buildings are being increasingly designed with structural system comprising of flat slab and shear wall core with or without perimeter beams. The behavior of this system under lateral loads is dependent on numerous parameters such as the height of the building, floor plate size, location of the shear wall core, flat slab spans and others. This paper studies the effect of RC flat slab with shear wall at different location for various heights of building. Shear wall with flat slab gives stability to structure as well as it improves lateral load resistance. The effectiveness of RC flat slab and shear wall building is studied with the help of three different models. Model one is a conventional building with regular slabs, beams & column framing. Model two is conventional building with various shear wall location and model three with flat slab and shear wall. Time history analysis is carried out for the structure using ETABs software.
Keywords
Conventional Building, Flat Slab, Shear Wall, Time History, Storey Drift, Lateral Displacement.
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